Methodology to evaluate first transition foundation stiffness for columns on Winkler foundation

Journal of Structural Engineering

Volumn 128, Issue 7, 2002, Pages 956-959

  Rao, G Venkateswara ^a   Neetha, R ^a  

^a INDIAN SPACE RESEARCH ORGANISATION   (India)

Author keywords

Buckling; Columns; Concentrated loads; Foundations; Stiffness

Indexed keywords

BOUNDARY CONDITIONS; BUCKLING; FINITE ELEMENT METHOD; FOUNDATIONS; STIFFNESS; VIBRATIONS (MECHANICAL);

CONCENTRATED LOADS; MATRIX EQUATIONS; STIFFNESS PARAMETERS; WINKLER FOUNDATION;

COLUMNS (STRUCTURAL);

EID: 0345457978     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:7(956)     Document Type: Article

References (3)

1. Column Research Committee of Japan, ed. (1971). Handbook of structural stability, Corona Publishing, Tokyo.
2. Naidu, N. R., and Rao, G. V. (2000). "Prediction of fundamental frequencies of initially stressed tapered beams." J. Aeronaut. Soc. India, 52(2), 140-143.
3. Timoshenko, S. P., and Gere, G. M. (1961). Theory of elastic stability, McGraw-Hill, New York.